9001 AIRPORT RD 2024 Plans 2025-07-01

MANUFACTURED BY: 20' WIDE FRAME 'CARPORT STYLE' METAL BUILDING GENERICS Irm oft SCOPE OF PLANS: STRUCTURAL DESIGN CRITERIA CONTACT INFORMATION 1. TO PROVIDE STRUCTURAL DESIGN FOR A VARIETY OF ALL CONSTRUCTION SHALL BE PROVIDED IN FOR QUESTIONS OR INFORMATION NEEDED PLEASE, RV CARPORTS PRE-FAB METAL BUILDINGS PER THE SPECIFIED DESIGN ACCORDANCE WITH THE PREVAILING CODES LISTED CONTACT THE METAL BUILDINGS MANUFACTURER LOADS,AND APPLICABLE BUILDING CODES. BELOW AND ALL APPLICABLE LOCAL REQUIREMENTS. LISTED ON PLANS.ENGINEER OF RECORD REQUIRES AUTHORIZATION FROM THE METAL BUILDINGS 2. DOES NOT PROVIDE ANY ARCHITECTURAL,SITE, PREVAILING CODE: 2021 IBC CODE MANUFACTURER TO ADDRESS ANY QUERIES ZONING,HVAC, ELEC,MECH DESIGN OR MINIMUM DESIGN STANDARD: ASCE 7-16 REQUIREMENTS.THESE ITEMS MUST BE ADDRESSED BY THE INFORMATION CONTAINED IN THESE DRAWINGS IS THEIR RESPECTIVE PROFESSIONALS IN CHARGE. OCCUPANCY GROUP: U(CARPORT/UTILITY/ THE SOLE PROPERTY OF METAL BUILDING GARAGE/SHED) MANUFACTURER LISTED ON THIS PAGE.ANY 3. DOES NOT PROVIDE ANY DOOR OR WINDOW CONSTRUCTION TYPE: V-B REPRODUCTION IN PART OR WHOLE WITHOUT THE ENGINEERED BY: DESIGN INFORMATION.THOSE SHALL BE ADDRESSED RISK CATEGORY: I (NON-HABITABLE) WRITTEN PERMISSION OF METAL BUILDING BY DOOR AND WINDOW MANUFACTURER. MANUFACTURER LISTED BELOW IS PROHIBITED.LEGAL 1. ROOF DEAD LOAD(D) 2.0 PSF(COLLATERAL) ACTION WILL BE TAKEN AS NECESSARY AS A RESULT. 4. THESE DOCUMENT SHALL NOT BE USED TO PERMIT OR JUSTIFY DESIGN OF AS-BUILT/EXISTING STRUCTURES 2. ROOF LIVE LOAD(Lr) Lr=20 TO 61 PSF ANY REQUESTS,CHANGES,MODIFICATIONS A&A ENGINEERING OR BUILDINGS BUILT WITHOUT A PERMIT. (VARIES BASED ON REVISIONS TO INFORMATION PROVIDED IN THIS CIVIL•STRUCTURAL FRAME SPACING AND DOCUMENT WILL REQUIRE A COMPLETELY SEPARATE GENERAL DESIGN NOTES DESIGN OPTIONS) SITE-SPECIFIC SET OF PLANS;INQUIRE WITH THE LISTED DRAWING INFORMATION 3. SNOW LOAD(S) METAL BUILDING MANUFACTURER. 1. THESE STRUCTURES ARE DESIGNED AS RISK GROUND SNOW LOAD Pg=20 TO 90 PSF PROJECT: 20'WIPE CATEGORY I(NON-HABITABLE),UTILITY/STORAGE/ (VARIES BASED ON STRUCTURAL SHEET INDEX LOCATION: STATE OF WASHINGTON PRIVATE GARAGE/SHED TYPE BUILDINGS-THAT FRAME SPACING AND ONLY DESIGNED TO RESIST THE DEAD LOADS,LIVE DESIGN OPTIONS) COVER SHEET 1 PROJECT NO.: P3 a11-24-1679 LOADS,AND WIND LOADS LISTED UNDER IMPORTANCE FACTOR Is=0.80 SHEETTITLE: "STRUCTURAL DESIGN CRITERIA".ANY ADDITIONAL THERMAL FACTOR Ct= 1.2 SCHEDULES&MEMBER-SECTIONS 2 LOADINGS WITHOUT RE-DESIGN OR ENGINEERING EXPOSURE FACTOR Ce= 1.0 COVER SHEET CONSULTATION SHALL NOT BE PERMITTED. ROOF SLOPE FACTOR Cs= 1.0 FRAME SECTIONS&DETAILS 3A,3B FLAT ROOF SNOW LOAD Pf=20 TO 61 PSF 2. ALL MATERIALS IDENTIFIED BY A MANUFACTURER SLOPED ROOF SNOW LOAD Ps=20 TO 61 PSF SPACING SCHEDULES&ENCLOSURE NOTES 4 SHEET NO.: NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL MINIMUM SNOW LOAD Pm=20 OR EXCEEDING ORIGINAL. PURLIN&GIRT SCHEDULES 5 3. ALL WELDED CONNECTIONS SHALL BE SHOP 4. WIND LOAD(W) CHECKED BY: OAA DATE: 1/25/24 EXPOSURE C SHEATHING OPTIONS 6 WELDED CONNECTIONS.FIELD WELDING IS NOT DESIGN WIND SPEED Vult= 105 TO 180 MPH LEGAL INFORMATION PERMITTED NOR REQUIRED. (VARIES BASED ON SIDE WALL FRAMING&OPENINGS 7 -ANY DUPLICATION OF THI5 DRAWING IN WHOLE OR FRAME SPACING AND PART 15 5TRICTLY FORBIDDEN.ANYONE DOING 50 WILL 4. ALL STRUCTURAL LIGHT GAUGE TUBING AND END WALL FRAMING&OPENINGS 8A,8B E FRR05EC I-E DUNDER THE FULL EOM DATE OFEISSL. DESIGN OPTIONS) UP TO CHANNELS SHALL BE: E. ASTM A500 GRADE C OR EQUAL: 5. SEISMIC LOAD(E) CORNER BRACING DETAILS 9 SEAL: Fy=50 KSI Fu=65 KSI A B DESIGN CATEGORY C U. IMPORTANCE FACTOR le=1.00 OPTIONAL LEAN-TO ADDITION 10 P 1 y N 5. GYPSUM BOARD OR DRYWALL FINISH OR ANY �4 0� W AS�I BRITTLE BASE MATERIAL IS NOT CONSIDERED OR FOUNDATION OPTIONS 1 IA TO 11 D Q ASD LOAD COMBINATIONS: m n ACCOUNTED FOR ON THE DESIGN CRITERIA OF THIS 1. D+(Lr OR S) y STRUCTURE,U.N.O. 2, D+(0.6W OR±0.7E) �� O £� 3. D+0.75(0.6W OR±0.7E)+0.75(Lr OR S) rq z li 4. 0.6D+(0.6W OR±0.7E) t:CL O m a r A b u-Ya se i n Digitally signed by Omar Abu-Yasein o Date:2024.10.31 10:18:49-04'00' ,p -a 'jJ 40277 k LU a, SNO-ISLE CENTER ION DESIGN LOADS BUILDING INFORMATION CERTIFICATION A-FRAME CERTIFI NOTICE ACIDITY G��s FGISTERti9��<v U� OWNER: (WES ALLEN) GROUNDSNOW: 37PSF WIDTH: 2O FRAME TYPE: „ SjQ V,� ADDRESS: C ❑ REGULAR DATE OF PLANS [� NA I. 9001 AIRPORT ROAD ROOF LIVE LOAD: 12PSF LENGTH: 35 ❑ FULL EXPIRATION: 06-10-2025 W EVE RETT WA 98204 ENCLOSURE M PARTIAL CERTIFICATION ON THESE DRAWINGS IS STAMP EXPIRY: �0n�7c�Ln0Ln4 i BASIC WIND SPEED: 92 M P H HEIGHT: 1 2 P❑l OPEN VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: 08-26-2024 W